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Sanford,�FL r32771 SOICi.COMPAgION REPORT "
KSMenglneenng net `
ASTM'D 1557
and ASTM Di2922
Revised: January13; 2020s ° •
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DATETETED ' J1a9n0u9a-0063,G12.
194976 3d/DJ/J6
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T CONTRACTOR. B & D Grading" ?`
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' Port St Lucie, Florida
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ITEM TESTED• -r. - Compacted Foundation Fill_
Retest
TEST LOCATION -.,, ' PEN, DRY 1 ..- MAX:DRY ;' PERCENT' c
DEPTH
`;.OF'SAMPLE`
_ W READ
DENSITY PROci'OR VALUE (RC.F) COMPACTION, ' G
1: N.Ev 0" IT 351
11 7 11318
2. S:E 37
:.
986' , =
1122 %,
e `
F
3. -Center 12" - 24" • 40
112.4 ' 98
4..S.W. 40,
'S. M.W.r - 35
113.2 = 99:5%"
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_b _ c
W
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Soil DescnpUon:
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Tan,& Brown Sand G .114.0
— — •
With Traces of Clay H
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In Place,Moisture T
I
P
Optimum Motswre. •_
I I- II I
I
1110
Max Dry Density P.C.F. "-_ F
I V I f
1138'
1 I 1. I I I.
@ Test Locatioris The .' D
r 1•- — 1— —t' —" i —' t .' i
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Density & Penetrometer R.
Y
Readings Indicate the
110:0
I
•—•
Degree of.Compktion Meets •
8 9 10 11' 12 13s 14 <
M inimum, Requ ired•'
' fo ,�PkWllk
Moisture % iof My VQ ht
Disclaimer Contractor, is responsible to maintain
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the `
= No•
,t ested-rea in the condition that KSM f
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completed the indicated passed compaction,'test. `
KSM is not responsible if:the testedarea has been'
.
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fiBpe; P
altered from the approved inspected condition
# $ig39111111� 1/13/.2020.
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Email to
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fbdgrading@att ne't
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